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BEAM SIZES W18 AND LARGER
<br />MAY USE A 25% DEPTH
<br />REDUCTION OPTION TO ACHIEVE A ® U g
<br />4" BRIDGING & BRACING BY JST. MASONRY COURSING BRIG. CONC. COL. REF: PLANS v
<br />SUPPLIER, BEYOND CONDITION. G.G. TO COORDINATE.cd
<br />3116
<br />a
<br />cD � M ~O
<br />GROUT POCKET SOLID AFTER CIO a o\
<br />WELDING INSPECTION FACE SHELL OF BLOCK REMOVED77477
<br />v o
<br />PL1/2X6X1'-0" ON NON -SHRINK ) { GROUT POCKET SOLID AFTER AT PL. LOCATIONS ONLY o _ N o
<br />WELDING INSPECTION 112"X8"X"BM DEPTH" W/ o
<br />GROUT W/ (2) 1/2"X6" HEADED BOND BM. /TIE BEAM, REF: PLANS GROUT POCKET SOLID AFTER PL DE
<br />ANCHOR STUDS * r PL314X6X1' 0" ON NON SHRINK WELDING INSPECTION 2 ROWS OF 3/4"X6" H.A.S. o
<br />ld
<br />11
<br />L3X3X3/16 @ EA. JST. LOCATION, GROUT W/ (2) 3/4 X18 THREADED SPACED IN PAIRS @ 6" O.C,
<br />BOND BEAM / TIE BEAM, REF: I ATTACH TO CMU USING (2) 5/8X5 HEADED ANCHOR RODS F1554 GR. w ' o
<br />( o PL1/2 STIFFENER PL., TYP. EA. SIDE MAX. APART, 3 PAIRS MIN.
<br />PLANS SIMPSON TITEN HD SCREW 36 MIN,) _ SHOWN w
<br />ANCHORS BOND BEAM (TIE BEAM, REF: (SHOWN) V ¢ o-
<br />• KICKER @ EA. JST. DOWN TO w ov PL314"X6XV-0" ON NON -SHRINK # STD. SHEAR CONNECTION MIN.
<br />PLANS, BTM. BARS UNDER m o 03 U
<br />CONT. L4=i BRACE. ATTACH ` ' { GIRDER, OUTSIDE VERT. REINF. � GROUT WI 2 3/4"X18" THREADED FCC. TO WALL CENTER, REF: G� 3
<br />~ () PL 1/2X7"X0'-10" VERT. EMBED W/ N
<br />L4X4 BRACE TO CMU W/ 5/8 X5� • CONT. TO T.O,M. C° v HEADED ANCHOR RODS (F1554 GR GENERAL NOTES IF FORCES TO BE Q 3
<br />•'' z SIMPSON TITEN HD ANCHORS INTO 36) DEVELOPED NOT PRESENTED IN (2) 3/4"X12" THREADED HEADED
<br />U
<br />GROUT FILLED CELLS, REF: PLANS D NOT WELD PLAN DRAWINGS ANCHORS AS SHOWN
<br />of FOR O.C. DISTANCE (32" MAX. „
<br />li L6X6X3/4"X0'-6", ATTACH TO CMU • • BOND BM./TIE BM., REF: PLANS
<br />f USING (2) 5/875" SIMP5ON TITEN HSS6X6X1/4", CUT TO FIT
<br />`t U.O.N. IN PLANS), WELD BRACE ( HD ANCHORS MAS. / CONC. COL., REF: PLANS
<br />)7
<br />ONLY AFTER DEAD LOAD IS
<br />APPLIED TO ROOF SYSTEM STL. BM., REF: PLANS
<br />MAS. COL., REF: PLANS MAS. COL., REF: PLANS
<br />nP>_w
<br />VERT. REINF. REF: PLANS
<br />STD. SHEAR CONNECTION, KNIFE
<br />3 PL, THRU COL,
<br />REF, PLANS FOR KICKER WALL'
<br />HSS COL., REF: PLANS
<br />BRACE SIZE & LOCATIONS _
<br />JOIST BEARING AT CMU / CONC. JOIST BRIDGING AT CMU / CONC. FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL
<br />SCALE:3/4"=1'-T SCALE:314"=1'-0" SCALE:314"=1'-0" SCALE:314"=1'-0" 5SCALE:3/4"=1'-0" SCALE:314"=1'-0"
<br />REF: 2REF: 3REF: 46
<br />REF: REF: REF:
<br />� w � pE NL
<br />STL. COL., REF: PLANS
<br />STL. CAP PL.
<br />STL. BM., REF: PLANS TYP. TYPICAL HSS. TO HSS. STL. BM., REF: PLANS STL. BM., REF: PLANS STD. SHEAR CONNECTION, KNIFE STL. BM,, REF: PLANS
<br />SIDES, PL. THRU COL.
<br />U.O.N.
<br />It
<br />0 0 STD. SHEAR CONNECTION, KNIFE HSS. GIRT, REF: PLANS, TYP. 0 0 STD. SHEAR CONNECTION, KNIFE 0 0 STD. SHEAR CONNECTION, KNIFE o 0 0 STD. SHEAR CONNECTION, KNIFE
<br />o f l 0 PL. THRU COL. TYP 0 l 0 PL. THRU COL, o 0 PL. THRU COL. 0 o o PL, THRU COL.
<br />o 0 T&B, 0 o 0 ° 0
<br />0 0 U.O.N. 1/4" I I
<br />EHSS. GIRT, REF. PLANS, TYP.
<br />0 0 0 0 0 o o
<br />I I I I I
<br />3/8" PL. FOR ERECTION ONLY
<br />I i 4
<br />I
<br />I
<br />L6X6X1/4 BEARING SEAT W/ PL1/4 L6X6X1/4 BEARING SEAT W PL1 4
<br />L6X6X1/4 BEARING SEAT W/y L6X6X1/4 BEARING SEAT W/ia i /
<br />I
<br />STIFFENER PL., TYP(FOR
<br />I(
<br />I
<br />STIFFENER FOR ERECTION ONLY
<br />STIFFENER FOR ERECTION ONLYSTIFFENER PL. TYPFOR
<br />ERECTION ONLY) �1/21MAX. ERECTION ONLY, AS REQ'D TYP.
<br />TYP. C�
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<br />, I i
<br />STL. BM. REF: PLANS
<br />HS
<br />S COL. REF: PLANS
<br />, HSS COL., REF: PLANS
<br />S HSS COL., REF: PLANS
<br />S ., 3116 o o � HSS COL., REF. PLANS
<br />H
<br />J
<br />I
<br />0 Z HSS COL. REF: PLANS o0o c:
<br />mm
<br />-
<br />I
<br />NOTE:
<br />LONG DIMENSION OF HSS GIRTS & I I
<br />I
<br />I
<br />I
<br />COLUMNS TO BE ORIENTED
<br />I
<br />f?
<br />i
<br />PERPENDICULAR T STOREFRONT
<br />10
<br />CU 0 S 0 REF RO
<br />i
<br />i I
<br />WALL, U.O.N. IN SECTIONS OR L
<br />PLANS
<br />FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL
<br />1 SCALE: 314 -1 " p 0I:=I " 007
<br />8
<br />9
<br />0
<br />12
<br />REF: REF: REF: REF: REF: REF: ' 1
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<br />NM
<br />STL BM., REF: PLANS, TYP. S L. C L., REF: PLANS STL. BRACING, SLOT FOR PL. AND Im _j •O
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<br />I' O (� . WELD ALL SIDES. REF: PLANS -0 LL
<br />W � � ci �
<br />TYPICAL HSS. TO HSS. �.
<br />STD. SHEAR CONNECTION STL. B FOR PL. AND /�)
<br />3/8" STL. PL, STL. BRACING SLOT FOR PL. AND STL. BM., REF: PLANS N E j
<br />-N ^ W
<br />STL BM. REF: PLAN TYP.
<br />Z �I
<br />PLANS, ,
<br />� WELD ALL SIDES. REF: PLANS w L WE L SIDES. PLANS
<br />L.J..
<br />M F- fA
<br />it
<br />TL. KNIFE T U COL. HSS COL., REF: PLANS s' 3/8" PL., ANGLED FOR STL BRACE. U
<br />318" STL. PL.
<br />SS. T, TYP.
<br />-Q- HSS. GIRT, REF: PLANS, TYP. TYP.
<br />O 3116" STL. BRACING, SLOT FOR PL. AND
<br />WELD SIDES. r'
<br />D ALL DES. REF: PLANS
<br />TYP.
<br />3116" 3
<br />II I
<br />REF: PLANS, TYP, G RTL. B REF:
<br />TYP.
<br />TYP.
<br />S M. R PLANS
<br />C � � PL. 3/8 MIN. AT MIDPOINT
<br />s
<br />II
<br />p
<br />311
<br />114 3 -- -- - 6 3
<br />-- - - - � CENTERLINE OF STL. BM.
<br />{I
<br />STL BM., REF: PLANS, TYP. - - -- -- - _ STD, SHEAR CONNECTION, KNIFE - ----- - - P ---- - -_ __
<br />PL. FOR ERECTION ONLY
<br />- PL. THRU COL. -- - - - - - �
<br />77
<br />STD. SHEAR CONNECTION -_ _ o
<br />Air/_ o STL. BRACING, SLOT FOR PL. AND a
<br />f I o WELD ALL SIDES. REF: PLANS
<br />N
<br />TYP.
<br />?� TYP. -�-1/2 MAX. �
<br />0
<br />SIDES, I '�
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<br />U.O.N
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<br />�.�z
<br />TYP.
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<br />TYP.
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<br />T&B,
<br />co 3116
<br />i y L6X6X1/4 SEAT EAT W/
<br />U.Q.N. a , I B I
<br />I
<br />�, I Ii STIFFENER PL., TYP FOR
<br />NOTE: ERECTION ONLY, AS REQ'D TYP. o
<br />LONG DIMENSION OF HSS GIRTS & >__1w_
<br />4
<br />114" COLUMNS TO BE ORIENTED HSS COL., REF: PLANS
<br />PERPENDICULAR TO STOREFRONT
<br />FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL
<br />WALL, U.O.N. IN SECTIONS OR
<br />I 13T t::
<br />SCALE:3/4"=1'-0" SCALE: 3/4"44' PLANS SCALE:314"44' SCALE:314"=1'-0" SCALE:314"=1'-0" SCALE:314"=1'-0"
<br />REF: EF: 15REF: REF: REF: REF:
<br />m A �meµ` �� "ET.1L MiPA', "ETPIL
<br />HSS BEAM., REF: PLANS $ '�
<br />3116"
<br />HSS BM. REF: PLANS
<br />STL, CAP PL. _ � O L u
<br />3i16 �-
<br />ch
<br />STL BM., REF: PLANS, TYP. HSS STUB COL. REF: PLANS, AT SLOT TUBE FOR (3/4
<br />TRUSS SUPORT BM., REF: PANS 1 " «. ) EACH JOIST/BM. LOCATION OR 5'-0" A325-N THRU-BOLT W/ 2
<br />3116 - -- -- - - -- - HSS COL., REF: PLANS 9 4-a
<br />3/8" STL. PL. " O.C. MAX. SPACING ALONG W +/- VERT. MOVEMENT o cu _i
<br />3116° BEAMS, CUT DECK EA. LOCATION, PL. 3/8"X8"X8", AND (4)1/2"X4" `�� `�� - -- -- - -- - - -- - - - - 0 --
<br />u- Z
<br />PROVIDE PL1/2 CAP AS SHOWN z 0 `
<br />HEADED ANCHOR STUDS AS (2) L6X4A LLV W U —__ O 1
<br />y Up
<br />3116 2 W BM,, REF: PLANS SHOWNme Lu
<br />TYP.L L6X4X5/16X0'-8" STUB COL., REF: PLANS o _ v
<br />3116 W/ (2) 5/8X5 MIN. s Lu 0 N m w
<br />TYP, E c� u) CL co
<br />SIMPSON TITEN HD o LL
<br />3116° ANCHORS �1 N u=i
<br />�-- -
<br />� 3116" HSS CONT. REF: PLANS — 4p 3116"
<br />-- HSS STUB COL. REF: PLANS, AT V, • TYP. p
<br />EACH JOIST/BM. LOCATION OR 6-0"-Eo
<br />s �� 3116
<br />I� I �
<br />STL. BRACING, REF: PLANS 3116" O.C. MAX. SPACING ALONG W
<br />3116" BEAMS, CUT DECK EA. LOCATION, 3116
<br />PROVIDE PL112 CAP AS SHOWN^ a ¢ c
<br />_ 4 BM. 3/8 REF: PLANS W/ m o
<br />s V co
<br />3/16 �� 3116 TYP. STIFFENER PLATES EA. SIDE OF
<br />JST. REF: PLANS m 1= �.
<br />TY P.
<br />TYP. 3116 BEAM AT STUB COL. m Lu w
<br />z
<br />3116" ! m
<br />HSS COL., SLOTTED AT�j
<br />TOP AS SHOWN;
<br />JOIST/BEAM DIRECTION MAY BE REF. PLANS '
<br />JL OPP. OF SHOWN, REF. PLANS
<br />AJ
<br />U
<br />to
<br />FRAMING DETAIL 0 FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL
<br />19 SCALE:3/4"=1'-0" SCALE:314"=1'-0" 21SCALE:314"=1'-0" SCALE:3W=1'4" 3SCALE:3/4"=14' 24SCAL
<br />E:3/4"=1'-0"
<br />REF: REF: REF: REF: REF: REF:
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